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    Flexural Behavior of Unbonded Posttensioned Concrete Members Strengthened Using External FRP Composites 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 002
    Author(s): F. El Meski; M. Harajli
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study for evaluating the use of external fiber-reinforced polymer (FRP) laminates for strengthening unbonded posttensioned concrete members. Twenty-four full-scale simply ...
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    Evaluation of the Flexural Response of CFRP-Strengthened Unbonded Posttensioned Members 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 003
    Author(s): F. El Meski; M. Harajli
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a synthesis of the results of a broad experimental and analytical research program undertaken for evaluating the flexural behavior of unbonded posttensioned prestressed concrete (PC) members when ...
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    Flexural Behavior of Concrete Beams Reinforced with Different Types of Geogrids 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author(s): F. El Meski; G. R. Chehab
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the behavior of geogrid–reinforced concrete members. The application of geogrids in concrete constitutes a new dimension for using geosynthetics in infrastructure. In pavement applications, geogrids ...
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    Investigation of AASHTO Live-Load Reduction in Reinforced Concrete Slab Bridges 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): F. El Meski; M. Mabsout; K. Tarhini
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a three-dimensional (3D) finite-element study that investigated the effect of the multipresence factor of the load-reduction factors used in the AASHTO Bridge Design Specifications. Typical ...
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